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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAdmitted-Finance | ₹5.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.7 Cr+₹58.5 L (11.4%)Admitted-Finance | ₹5.7 Cr+₹58.5 L (11.4%) | L2 | Admitted-Finance |
| 3 | L3₹6.0 Cr+₹84.5 L (16.5%)Admitted-Finance | ₹6.0 Cr+₹84.5 L (16.5%) | L3 | Admitted-Finance |
| 4 | L4₹6.1 Cr+₹96.9 L (18.9%)Admitted-Finance | ₹6.1 Cr+₹96.9 L (18.9%) | L4 | Admitted-Finance |
| 5 | L5₹6.3 Cr+₹1.2 Cr (23.5%)Admitted-Finance | ₹6.3 Cr+₹1.2 Cr (23.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | power system L2 | SAKTHI ENGINEERS L5 | SUDHAKAR L3 | P B N CONSTRUCTION / SANKAR .B L4 | Somvli constructions L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | 750 | Sq.m | 10 ₹7,500 | 10 ₹7,500 | 5 ₹3,750 Lowest | 10 ₹7,500 | 50 ₹37,500 |
| 2.00 | Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 100 metres all complete as per specification and as directed by the Engineer-in-charge. | 500 | Sq.m | 20 ₹10,000 Lowest | 25 ₹12,500 | 60 ₹30,000 | 70 ₹35,000 | 30 ₹15,000 |
| 3.00 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 500 | Sq.m | 60 ₹30,000 Lowest | 100 ₹50,000 | 100 ₹50,000 | 100 ₹50,000 | 295 ₹1,47,500 |
| 4.00Earthwork excavation by mechanical means (Hydraulic excavator), or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling,ramming and compacting the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed,levelled and compacted at specified location) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. | ||||||||
| 4.10 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 1,640 | Cu.m | 300 ₹4,92,000 | 600 ₹9,84,000 | 265 ₹4,34,600 | 250 ₹4,10,000 Lowest | 330 ₹5,41,200 |
| 5.00 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification.
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | 500 | Cu.m | 850 ₹4,25,000 Lowest | 1,350 ₹6,75,000 | 1,300 ₹6,50,000 | 1,000 ₹5,00,000 | 900 ₹4,50,000 |
| 6.00 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | 100 | Cu.m | 5,000 ₹5,00,000 | 7,000 ₹7,00,000 | 11,000 ₹11,00,000 | 7,000 ₹7,00,000 | 4,130 ₹4,13,000 Lowest |
| 7.00 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | 355 | Cu.m | 7,200 ₹25,56,000 | 8,500 ₹30,17,500 | 8,000 ₹28,40,000 | 8,000 ₹28,40,000 | 6,400 ₹22,72,000 Lowest |
| 8.00Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, Transom & mullions, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | ||||||||
| 8.10 | M30 grade with 380 kg of PPC per cu.m. of concrete upto plinth level | 900 | Cu.m | 9,000 ₹81,00,000 | 10,750 ₹96,75,000 | 9,300 ₹83,70,000 | 8,900 ₹80,10,000 | 6,900 ₹62,10,000 Lowest |
Tender Value
₹6.4 Cr
EMD Value
₹12.9 L
Closing Date
5 May 2026, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Construction of Security fencing Boundary wall around Infra area at FRFCF, Kalpakkam
2026_BARC_904267_1
NRB/FRFCF/CIVIL/2025-2026/075
Open Tender
Civil Works - Others
Item Rate
365 days
FRFCF, KALPAKKAM
Please refer tender document
8 documents required · 8 mandatory
₹0
₹12.9 L
FRFCF Kalpakkam
28 Jul 2026
2 Apr 2026
13 May 2026
2 Apr 2026
5 May 2026
21 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | |||||
| 2Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 100 metres all complete as per specification and as directed by the Engineer-in-charge. | |||||
| 3Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | |||||
| 4Earthwork excavation by mechanical means (Hydraulic excavator), or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling,ramming and compacting the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed,levelled and compacted at specified location) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. | |||||
| 4.1 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | - | Cu.m | - | - |
| 5Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification. 1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply. 3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | |||||
| 6Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | |||||
| 7Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 8Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, Transom & mullions, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 8.1 | M30 grade with 380 kg of PPC per cu.m. of concrete upto plinth level | - | Cu.m | - | - |
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